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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-Finance | ₹5.2 L | L1 | Accepted-Finance Lowest rate quoted. |
| 2 | L2₹5.3 LRejected-Finance | ₹5.3 L | L2 | Rejected-Finance Higher rate quoted. |
| 3 | L3₹5.4 LRejected-Finance | ₹5.4 L | L3 | Rejected-Finance Higher rate quoted. |
Tender Value
₹5.2 L
EMD Value
₹10,477
Closing Date
17 Feb 2026, 4:55 pmClosed
EXECUTIVE ENGINEER, MALDA IRRIGATION DIVISION
Green Park, Malda
M/R to Wahedmara (2 Vent) Sluice at 5th Retired Embankment and Patladaha (1 Vent) sluice in Block and P.S.- Manikchak, Dist- Malda for the Financial Year 2026-2027
2026_IWD_1002519_18
WBIW/EE/MID/eNIT-10/2025-26
Open Tender
CIVIL WORKS
140 days
Block and P.S.- Manikchak, Dist- Malda
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,477
Yes
5 May 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
Clearing and removal of water hyacinth including weeds, thick and thorny floating jungles and burning them to ashes when dry or removing them outside Government land including all leads and lifts to stack in a nearby available space complete.
Oiling, cleaning & greasing the regulator gate & gate parts including guide channel, top runner, pedestal block, gear rods, wheel, fish plate etc. with sufficient lubricant as and when necessary as directed by the Engineer-in-charge including cost of all materials to site complete.
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
Labour charges for filling empty cement gunny bag / polythene bag(capacity 50 kg) with all kinds of earth (wet or dry), sand oragreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within alead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1metre X 1metre X 1metre.
Earthwork in excavation in all kinds of soil for making embank-ments, repairs to the embank-ment, closing breaches etc. as per profile inclu-ding supply and transporting the earth by truck or tractor or any othermechanical means on land , including loading, transporting, unloadingand stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, NB :- Measurement to be taken on the basis of stack measurement / prepostwork section measurement after deduction of void as per norms.Noextra payment will be made for stacking. A) Beyond 1.00 Km and upto 2.00 km
Earthwork in excavation in the canals/drainage channels/ borrowpits/ River bed/slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm.for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial liftof 1.5 metre including breaking clods,rough dressing etc.complete as per direction of the Engineer-in-charge. (a)Ordinary soil /local soil /soil mixed with moorum or kankar/silt,dry or moist / slushy silt / sticky soil.
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